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12'-S' II'-8' <br />T-4" 12'-0' <br />S'-10" _ II'-8' <br />_ 1'-4" <br />DBL STUD <br />4X4 <br />! <br />POST <br />3052-SH <br />3052-514 3'o, <br />EGRESS <br />EGRESS EGRESS <br />TEMP. <br />BDRM #2 <br />CLG.-0' CLG. <br />BDRM. #4 <br />I <br />BDRM.#3 V-0- CLG. <br />! <br />rt' <br />- <br />- <br />CHASE <br />641_ 2'- 4 4'-0" STAIR DATA <br />- <br />I _9'- <br />2_4" <br />16 RISERS s lS4' <br />I <br />15 .READS 6 10' <br />NOSING <br />•e <br />1« <br />0 = <br />L <br />& ry' <br />CHASE <br />BATH ro <br />�" <br />`•' <br />IR-ISH I I II'-I0' <br />0.#2 <br />!1'-10' CLG. �n <br />6 -4T <br />M <br />_ <br />C. <br />m <br />I 3bT <br />`�• <br />" <br />ATTIC <br />�,ACCESS 8'-2" <br />LAUN. <br />a,_m. ry'� A <br />e <br />o <br />CLG. <br />�I <br />I OPT. 11 OPT. 1 3-8 WC. <br />--- _IR-15H_ 0 <br />ro <br />B <br />D- II W. I 0 m <br />42' H. HALF <br />v! <br />--�L--� <br />I <br />WALL W/ WC <br />CAP CHASE I <br />! <br />LyI w.I.0 I7 <br />?• 92 IR iA Ig�l <br />I s <br />'L' I 8'-0' CLG. la TUB/ <br />m <br />O,- <br />Ir1 <br />36'x60' <br />SHWR PAN LAV. LAV. <br />! <br />i <br />CHASE <br />5'-2. 6'-4 <br />U <br />DBL STUD <br />4x6 POST 4z4 POST <br />e <br />- <br />- - <br />OWNER'S <br />2040-5H 2O40-SH B <br />SUITTEMPE <br />v <br />! <br />TE <br />CLG. <br />r <br />I <br />3052-SH 3052-SH <br />EGRESS EGRESS <br />— <br />- <br />_ ---- -� <br />- <br />4° <br />21'-4' <br />SECOND FLOOR PLAN <br />NOTE: <br />2-8 LOUV. DOOR W/ AIR HANDLER <br />ON METAL STAND OR 2-8 SOLID <br />DOOR W/ RETURN PLENUM AND <br />RETURN AIR GRILLE <br />CLEAR SPACE BETWEEN THE <br />JDRAIL AND THE WALL SHALL BE 2 1/4' <br />JDRAIL 0 36' <br />HANDRAIL 0 36' <br />W/ 2X4 R'E_ FORCI <br />NOTE: v <br />I. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH <br />A DIAMTETER OF 1 94'* 2' OR A NONCIRCULER CROSS SECTION WITH A <br />PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4' <br />AND A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. <br />EDGES SHALL HAVE A MINIMUM RADIUS OF 1/8'. <br />2. THIS RAILING SYSTEM IS DESIGN TO RESIST A LOAD OF 50 PLF <br />FOR A CONCENTRATED LOAD OF 200 POUNDS APLIED IN ANY <br />DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON <br />THE SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM <br />STRESSES- PER SECTION 16018.1 / F.E.C. 2014 <br />@HHANDRAIL DETAIL <br />SCALP: 3/4 =11 0' <br />10'-0 3/4' 2ND FIN. FLR. <br />8'-8' BRG. HGT. <br />NOTE: <br />STAIRS RISERS TO CONFORM <br />TO FBCR 5TH EDITION (2014). <br />MIN. 'AD •10' MAX. RI6ER•T <br />42' H. <br />3/4' 3/16' MAX. VARIATION IN <br />RISERS/TRE ADJACENT TO <br />WALL W/ CAP <br />EACH OTHER 3/5' MAX. <br />VARIATION IN ANY <br />CONT. —..� <br />RISER/TREAD HANDRAIL <br />HANDRAIL <br />CIRCULAR CROSS SECTION <br />DIA. TO BE 1 3/4' .-1/4' OR <br />PROVIDE EQUIVALENT <br />GRASPABILITY WINDERS- MIN. <br />'�--- <br />6' WIDE s NARROW END MIN. 11' <br />FROM NARROW <br />WIDTH • II <br />END 34' MIN. HANDRAIL W.T. <br />0'-0' FIN. FLR. <br />(2) LAYERS OF 3/4' PLYWOO <br />OR (2) LAYERS OF 3/4' SUB <br />FLOOR MATERIAL RIPS FOR <br />SOLID NAILING <br />SECURE TREADS TO STRINGER- <br />W/(3)'8 3' SCREWS a EA <br />STRINGER, UNTHREADED SHANK <br />TO EXTEND BEYOND THICKNESS <br />OF SUB -FLOOR 9HEAIHING <br />/ FLR <br />3/4' KICK <br />MAX. <br />PLATE STAIR DATA: <br />NosIN� 10" / I6R ®T54' <br />MIN. 15 TREADS <br />/ 10'. 1' NOSING <br />s <br />STOR. <br />=Q / <br />�w) / <br />�3-2x12 SYP STRINGER <br />U / REINED W/2X4 SPF <br />W/CONT. BEAD OF <br />SUB -FLOOR ADHESIVE <br />/ G PL-400 OR 61MILARE <br />-2 X 4 RE-INFORCIN <br />EA HORIZONTAL RUN <br />/ s EA. 2 X 12 STRINGER <br />SECURE WA2d W-8' OZ.,. <br />-MA5ON ATTACHED YNAILS I0d \\ STAIR SECTION <br />MASONRY NAILS 2X4 P.T. 1 <br />SLEEPER INTO <br />OF EACH END, 32' OZ. MAX. <br />3/4' TKs SUB FLOOR <br />GLUED 4 SCREWED <br />PER FASTENER <br />SCHEDULE <br />A R C N IT E C T S <br />6 <br />Design <br />GrouME. <br />41 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774 6078 <br />FAX 407.774 4078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />ti <br />a <br />0 <br />a <br />A <br />0 <br />SiTBaIV. & LOT. <br />SILVERADO <br />LOT #16 <br />BLK #1 <br />04122 0 0-16001 <br />�coaErt <br />4EGB <br />"GALEN" <br />GARAGE ZTrMG: <br />RIGHT <br />PAGE: <br />SECOND <br />FLOOR <br />PLAN <br />I50 MPH EXP. B CCA <br />ARCHITECT-. <br />STATE OF FLOPMA <br />aP TM 11/07/16 <br />SCALE: 1 /4"=1'- 0" <br />SHEET <br />3 <br />